工矿自动化2024,Vol.50Issue(3) :151-159.DOI:10.13272/j.issn.1671-251x.2024010016

甜水堡煤矿煤巷支护参数与设备工艺优化研究

Research on optimization of coal roadway support parameters and equipment technology in Tianshuibao Coal Mine

孟键 朱长华 牛志军 王旭锋 吕昊
工矿自动化2024,Vol.50Issue(3) :151-159.DOI:10.13272/j.issn.1671-251x.2024010016

甜水堡煤矿煤巷支护参数与设备工艺优化研究

Research on optimization of coal roadway support parameters and equipment technology in Tianshuibao Coal Mine

孟键 1朱长华 2牛志军 3王旭锋 3吕昊4
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作者信息

  • 1. 华电煤业集团有限公司,北京 100001
  • 2. 甘肃万胜矿业有限公司,甘肃庆阳 745713
  • 3. 中国矿业大学矿业工程学院,江苏 徐州 221116;中国矿业大学江苏省矿山地震监测工程实验室,江苏徐州 221116
  • 4. 国家能源集团宁夏煤业有限责任公司羊场湾煤矿,宁夏银川 750411
  • 折叠

摘要

目前巷道快速掘进技术研究主要针对巷道快速掘进的影响因素、设备优化等,对巷道空顶距、支护参数、施工工艺联合优化的研究较少.针对该问题,以甘肃省环县甜水堡煤矿2号井1309工作面回风巷为研究对象,对煤巷支护参数与设备工艺优化方法进行研究.分析了巷道掘进各工序的用时特征,得出掘进、永久支护、临时支护用时最多,占比分别为25.3%,49.9%,6.2%;以耗时最长的3个工序为重点优化方向,构建了掘进工作面空顶区顶板力学模型,得出掘进工作面理论最大空顶距为2.32 m,考虑现场受设备、地质、工艺等因素影响,确定空顶距为2.0 m;根据不同支护方案下巷道围岩应力、变形、塑性区的分布特征,结合巷道高效掘进需求,确定最佳锚杆间排距为800mm×1 000 mm.结合巷道实际的地质条件,配套优化了掘进设备、临时支护工艺与施工工艺.现场试验结果表明,优化后最大日进尺由8m提高到10m,巷道掘进速度提高了 25%;巷道围岩变形基本处于稳定状态,最大变形量为226mm.优化方案不仅保证了巷道的安全稳定,还显著提高了巷道的掘进速度.

Abstract

Currently,research on rapid excavation technology mainly focuses on the influencing factors and equipment optimization of rapid excavation.There is relatively little research on the joint optimization of roadway empty roof distance,support parameters,and construction technology.In order to solve the above problem,the study focuses on the return air roadway of the 1309 working face in the No.2 of Tianshuibao Coal Mine in Huanxian County,Gansu Province.The study investigates the optimization methods of coal roadway support parameters and equipment technology.The study analyzes the time features of each process of roadway excavation.It is found that excavation,permanent support,and temporary support take the most time,accounting for 25.3%,49.9%,and 6.2% respectively.Focusing on the three most time-consuming processes as the optimization direction,a mechanical model of the roof in the goaf area of the excavation face is constructed.The theoretical maximum empty roof distance of the excavation face is obtained to be 2.32 meters.Considering the influence of equipment,geology,technology and other factors on site,the empty roof distance is determined to be 2.0 meters.Based on the distribution features of stress,deformation,and plastic zone in the surrounding rock of the roadway under different support schemes,combined with the efficient excavation requirements of the roadway,the optimal spacing between anchor rods is determined to be 800 mm × 1 000 mm.Based on the actual geological conditions of the roadway,the excavation equipment,temporary support technology,and construction technology are optimized and matched.The on-site test results show that after optimization,the maximum daily footage has been increased from 8 meters to 10 meters,and the roadway excavation speed has been increased by 25%.The deformation of the surrounding rock in the roadway is basically in a stable state,with a maximum deformation of 226 mm.The optimization plan not only ensures the safety and stability of the roadway,but also significantly improves the excavation speed of the roadway.

关键词

快速掘进/极限空顶距/围岩控制/支护参数优化/支护工艺优化/施工工艺优化

Key words

rapid excavation/extreme empty roof distance/surrounding rock control/support parameters optimization/support technology optimization/construction process optimization

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基金项目

炼焦煤资源绿色开发全国重点实验室开放基金(41040220181107)

出版年

2024
工矿自动化
中煤科工集团常州研究院有限公司

工矿自动化

CSTPCDCSCD北大核心
影响因子:0.867
ISSN:1671-251X
参考文献量25
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